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rdf:type
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Description
| - The preservation of an adequate safety level in concrete bridges subject to gradual degradation due to the in-service effects of traffic and environmental actions is commonly an expensive, and sometimes problematic, task. Chloride ion ingress is an important factor influencing both durability design and maintenance issues, especially in regions where winter de-icing salt application for traffic safety reasons is common. The following example introduces a feasible approach for the analysis of potential chloride induced corrosion and associated deterioration. It is presented in the context of an actual highway bridge application. Although the concrete bridge in question, was demolished after 38 years service, samples were extracted from the structure and the necessary chemical analyses were undertaken to establish chloride ion concentration profiles in the concrete. The chloride ion content values at the surface of the concrete were subsequently estimated and used to identify regions with critical chl
- The preservation of an adequate safety level in concrete bridges subject to gradual degradation due to the in-service effects of traffic and environmental actions is commonly an expensive, and sometimes problematic, task. Chloride ion ingress is an important factor influencing both durability design and maintenance issues, especially in regions where winter de-icing salt application for traffic safety reasons is common. The following example introduces a feasible approach for the analysis of potential chloride induced corrosion and associated deterioration. It is presented in the context of an actual highway bridge application. Although the concrete bridge in question, was demolished after 38 years service, samples were extracted from the structure and the necessary chemical analyses were undertaken to establish chloride ion concentration profiles in the concrete. The chloride ion content values at the surface of the concrete were subsequently estimated and used to identify regions with critical chl (en)
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Title
| - RISK BASED SAFETY ANALYSIS AND RELIABILITY ASSESSMENT OF CHLORIDE DETERIORATED PRESTRESSED CONCRETE STRUCTURES PART I
- RISK BASED SAFETY ANALYSIS AND RELIABILITY ASSESSMENT OF CHLORIDE DETERIORATED PRESTRESSED CONCRETE STRUCTURES PART I (en)
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skos:prefLabel
| - RISK BASED SAFETY ANALYSIS AND RELIABILITY ASSESSMENT OF CHLORIDE DETERIORATED PRESTRESSED CONCRETE STRUCTURES PART I
- RISK BASED SAFETY ANALYSIS AND RELIABILITY ASSESSMENT OF CHLORIDE DETERIORATED PRESTRESSED CONCRETE STRUCTURES PART I (en)
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skos:notation
| - RIV/00216305:26110/10:PU91891!RIV11-MSM-26110___
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http://linked.open...avai/riv/aktivita
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http://linked.open...avai/riv/aktivity
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http://linked.open...vai/riv/dodaniDat
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http://linked.open...aciTvurceVysledku
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http://linked.open.../riv/druhVysledku
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http://linked.open...iv/duvernostUdaju
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http://linked.open...titaPredkladatele
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http://linked.open...dnocenehoVysledku
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http://linked.open...ai/riv/idVysledku
| - RIV/00216305:26110/10:PU91891
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http://linked.open...riv/jazykVysledku
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http://linked.open.../riv/klicovaSlova
| - pre-stressing, concrete structure, chloride ingress, corrosion, reliability assessment (en)
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http://linked.open.../riv/klicoveSlovo
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http://linked.open...ontrolniKodProRIV
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http://linked.open...v/mistoKonaniAkce
| - Mariánské Lázně, Česká republika
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http://linked.open...i/riv/mistoVydani
| - Mariánské Lázně, Česká republika
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http://linked.open...i/riv/nazevZdroje
| - 6th CCC Congress MARIANSKE LAZNE 2010
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http://linked.open...in/vavai/riv/obor
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http://linked.open...ichTvurcuVysledku
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http://linked.open...cetTvurcuVysledku
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http://linked.open...vavai/riv/projekt
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http://linked.open...UplatneniVysledku
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http://linked.open...iv/tvurceVysledku
| - Pukl, Radomír
- Teplý, Břetislav
- Novák, Drahomír
- Bergmeister, Konrad
- Strauss, Alfred
- Wendner, Roman
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http://linked.open...vavai/riv/typAkce
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http://linked.open.../riv/zahajeniAkce
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number of pages
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http://purl.org/ne...btex#hasPublisher
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https://schema.org/isbn
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http://localhost/t...ganizacniJednotka
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